用HPLC 分离和鉴定大气中的羰基化合物

大气中的挥发性羰基化合物可以通过2,4-二硝基苯肼(DNPH)原位衍生化而被捕集.采用反相HPLC 可以洗脱和分析这些羰基衍生物.本文采用该方法监测了美国佛蒙特州大气样品中的痕量甲醛、乙醛和丙酮.     

苏南典型河段磷的分布及释放特性研究

通过测定常州典型河段河水和底泥中的磷含量,同时分析了磷在不同底泥颗粒中含量分布的变化,阐述了河流中磷的分布和转移趋势。结果表明:河水中的磷含量通常低于底泥间隙水中的磷含量,但当河流发生富营养化后,底泥中的磷大量向上层水体释放,使得河水中的磷含量不断增加。底泥有效磷与总磷含量之间没有明显相关性,而与底泥间隙水的磷含量之间存在着交换平衡。底泥颗粒以2μm~50μm的粒级为主,即以细砂和粉砂质有机-无机聚合体矿物颗粒为主。磷在底泥颗粒中的含量随着底泥粒径的增大而减少,且粒径越大的颗粒对磷的吸附能力越弱,其中的磷向外释放的可能性越大。     

Determination of the residue dynamics and dietary risk of thiamethoxam and its metabolite clothianidin in citrus and soil by LC-MS/MS

A modified quick, easy, cheap, effective, rugged and safe (QuEChERS) method was developed for the determination of thiamethoxam and its metabolite clothianidin in citrus (including the whole citrus, peel and pulp) and soil samples by liquid chromatography-tandem mass spectrometry. The sample was extracted with acetonitrile and purified with octadecylsilane. The detection limits of both compounds were 0.0001–0.0002?mg kg^–1, while the limit of quantification of thiamethoxam was 0.002?mg kg^–1 and the limit of quantitation of metabolites was 0.001?mg kg^–1. The recovery was 70.37%–109.76%, with inter-day relative standard deviations (RSD) (n?=?15) values ≤9.46% for the two compounds in the four matrices. The degradation curve of thiamethoxam in whole citrus and soil was plotted using the first-order kinetic model. The half-life of the whole citrus was 1.9–6.2?days, and the half-life of the soil was 3.9–4.2?days. The terminal residue of thiamethoxam (the sum of thiamethoxam and clothianidin, expressed as thiamethoxam) was found to be concentrated on the peel. The final residual amount of thiamethoxam in the edible portion (pulp) was less than 0.061?mg kg^–1. The risk quotient values were all below 1, indicating that thiamethoxam as a citrus insecticide does not pose a health risk to humans at the recommended dosage.     

基于可编辑VR实验平台的突发事件下跟随效应研究

建立了可编辑VR疏散动力学实验平台,并招募100名大学生开展地铁车厢内的虚拟实验,探究突发事件下的跟随效应。每次实验有一名实验人员和20名虚拟乘客(NPC)参与,共设置5个场景探究不同比例的运动NPC对参与者预动作行为和运动行为的影响。通过分析问卷、预动作时间、出门选择、运动距离等数据,发现在实验中存在跟随等待人群和跟随运动人群两种跟随效应,而人群的运动是更为强烈的信息,当等待和运动NPC占比从0%提升至50%,等待和运动参与者占比分别提高10%和60%。因此,在突发事件场景中,应及时对局部人群施加有效的同向引导,以提升整体疏散效率。     

煤气脱硫废料综合利用新工艺

针对煤气脱硫废料（简称废料）的成分（硫、碳、萘及少量其他有机物）,提出了一种处理废料的新工艺,先用乙酸乙酯提取废料中的萘和少量其他有机物,再用复合溶剂B加热溶解废料,热过滤得碳粉,最后将溶液冷却结晶分离出硫。实验结果表明：在乙酸乙酯与废料的质量比（R1）为3.75,提取温度为60℃,提取时间为4h的条件下,萘回收率为98%,纯度大于等于70%,在复合溶剂B与提取剩余物的质量比（R2）为2.69,过滤温度为100℃的条件下,硫回收率接近100%,纯度大于等于99%,碳回收率和纯度为100%。     

MBBR处理制药废水的试验研究

采用二级移动床生物膜反应器(MBBR)处理呋喃铵盐制药废水。在填充比为40%,总水力停留时间为32h时,COD的去除率为88.6%,TN的去除率为25.7%,第二级反应器对NH3-N的去除率为56.2%。     

复合式膜生物反应器处理高浓度氨氮废水可行性试验

试验结果表明,以甲壳素为载体的复合式膜生物反应器,在进水氨氮浓度为2100mg/L,氨氮容积负荷为2.19kg/(m3.d)时,氨氮去除率接近100%,系统运行稳定。载体投加量为2.778g/L时,膜通量可维持在87%左右。     

Sustainable method towards magnetic ordered mesoporous polymers for efficient Methylene Blue removal

The difficulty in achieving high removal efficiency for contaminants in textile wastewater over a wide range of pH impedes the progress of its treatment technique greatly. Herein, a facile and sustainable strategy was adopted for constructing magnetic ordered mesoporous polymers (M-OMPs) without the assistance of organic solvent and catalyst. The prepared M-OMPs were endowed with high special surface area and good superparamagnetism simultaneously, and exhibited high removal efficiency (>99%) for Methylene Blue (MB) within a short time (10 min) at a concentration of 50 mg/L. What's more, high removal efficiency was achieved over a wide range of pH 2-12 and the adsorption capacity for MB on M-OMPs was substantially retained even after 5 adsorption-desorption cycles, further demonstrating the application potential of M-OMPs in the decontamination of textile wastewater.     

自吸过滤式呼吸器对人体呼吸模式的影响

测定了在中等（100W）和高等（155W）劳动强度下,8名受试者佩戴5种自吸过滤式呼吸器（呼吸阻力及死腔不同）从事踏车运动时的呼吸模式变化。结果表明：口腔压力波动和外呼吸功因呼吸器而显著增加;随着呼吸负荷的增加,呼气压及吸气压相应增大;在呼吸负荷较大的情况下,呼气压及吸气压的增大更加显著;随运动负荷的增加,呼吸负荷对呼吸压的影响更加明显。     

基于粒间接触关系的饱和砂土液化特性研究∗

为了研究饱和砂土的液化机理,通过等体积加载的方式建立了循环荷载下饱和砂土动力响应的颗粒流计算模型,研究了饱和砂土在不同围压和加载幅值下的动力响应,探讨了颗粒间力链的发展特性,并从Shannon 熵、Boltzmann 熵以及Clausius 熵的基本关系入手,建立基于粒间接触力链的饱和砂土颗粒熵计算方法,分析了颗粒熵发展特性。结果表明：饱和砂土初始总力链主要受围压的影响,围压越大,初始总力链越多;循环荷载下饱和砂土颗粒间力链总数逐渐降低,且强力链持续向中、弱力链转换;循环荷载下饱和砂土颗粒熵表现出先升高后降低的二阶段特性,围压和加载幅值对颗粒熵峰值无明显影响,各工况的颗粒熵峰值均为0.92;定义颗粒熵峰值为相变颗粒熵,相变颗粒熵时的饱和砂土表现出固液临界态的力学特征,指示了饱和砂土由固态向往返液化状态转变的临界点。